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Fatigue of steel bridges

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Fatigue of steel bridges

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dc.contributor.author Kuhlmann, Ulrike es_ES
dc.contributor.author Bove, Simon es_ES
dc.contributor.author Breunig, Stephanie es_ES
dc.contributor.author Drebenstedt, Karl es_ES
dc.date.accessioned 2018-10-04T07:23:47Z
dc.date.available 2018-10-04T07:23:47Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/109228
dc.description.abstract [EN] Highway and railway bridges are exposed to cyclic stressing due to traffic loads and, therefore, have to be evaluated concerning fatigue. In most cases the fatigue evaluation is performed according to Eurocode 3 Part 1-9 on nominal stresses. To apply this nominal stress approach a detail catalogue is required classifying all relevant constructional details in terms of fatigue. Unfortunately, the existing detail catalogue of Eurocode 3 Part 1-9 reflects the state of the art of the 1990s and misses constructional details being important for today’s bridge design. As an example the derivation of a new detail, the so-called lamellae joint, is presented. Furthermore, for two new types of innovative steel bridges, where Eurocode 3 Part 1-9 does not yet specify rules able to evaluate the characteristics of these bridges, research results are shown. These are the thick-plate trough bridges and truss bridges made of thick-walled circular hollow sections (CHS). The paper starts with an overview on the recent Eurocode developments, addressing more specific the fatigue verification according to EN 1993-1-9 and the statistical analysis of fatigue test data. In the following, information is given on the outcome of some recent research projects striving to extend the application range of Eurocode 3 Part 1-9. The final conclusion, in spite of all differences, show a common tendency. es_ES
dc.description.sponsorship The work presented is carried out as part of several joint research projects (P815 [3], P978 [18]) of the Research Association for Steel Application (FOSTA) and (No. 15380 [15], No. 17104 [16]) of the German Committee for Steel Construction (DASt). They were financed over the AiF within the evelopment program for industrial community research and development (IGF) from the Federal Ministry of Economic Affairs and Energy (BMWi) based on a decision of the German Bundestag. es_ES
dc.format.extent 19 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation FOSTA/P815 [3]
dc.relation FOSTA/P978 [18]
dc.relation DASt/15380 [15]
dc.relation DASt/17104 [16]
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Fatigue es_ES
dc.subject Steel bridges es_ES
dc.subject Eurocode 3 Part 1-9 es_ES
dc.subject Statistical analysis es_ES
dc.subject Lamellae joint es_ES
dc.subject Circular hollow section trusses es_ES
dc.subject Thick-plate trough bridges es_ES
dc.title Fatigue of steel bridges es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7212
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Kuhlmann, U.; Bove, S.; Breunig, S.; Drebenstedt, K. (2018). Fatigue of steel bridges. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 39-57. https://doi.org/10.4995/ASCCS2018.2018.7212 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7212 es_ES
dc.description.upvformatpinicio 39 es_ES
dc.description.upvformatpfin 57 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7212 es_ES
dc.contributor.funder Forschungsvereinigung Stahlanwendung, Alemania
dc.contributor.funder Forschungsgemeinschaft Konstruktiver Ingenieurbau
dc.contributor.funder Allianz Industrie Forschung, Alemania
dc.contributor.funder Bundesministerium für Wirtschaft und Energie, Alemania


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